So, I have an existing hotel with an existing courtyard. Currently it measures about 54'x54' and it has two separate and opposite exits. On the interior of the building is a depressed floor which they want to raise 12-14 inches to make it level with the rest of the building. This will change the one set of doors to windows, per their plan.
It seems like the interior courtyard should have two exits though. The CPET is roughly 70 feet but table 1015.1 of the 2006 IBC for spaces with one means of egress only allows up to 10 occupants. After that they are required to have two. Nowhere in the code does it list an occupant load factor for interior courtyards though. If I use table 104.1.1 for residential the number is 200 gross which gives me 14.58 occupants.
Anybody have thoughts on this?
It seems like the interior courtyard should have two exits though. The CPET is roughly 70 feet but table 1015.1 of the 2006 IBC for spaces with one means of egress only allows up to 10 occupants. After that they are required to have two. Nowhere in the code does it list an occupant load factor for interior courtyards though. If I use table 104.1.1 for residential the number is 200 gross which gives me 14.58 occupants.
Anybody have thoughts on this?